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Journal article

Experimental study on the scour around a monopile in breaking waves

From

DHI Water - Environment - Health1

Department of Mechanical Engineering, Technical University of Denmark2

Fluid Mechanics, Coastal and Maritime Engineering, Department of Mechanical Engineering, Technical University of Denmark3

Grontmij A/S4

The scour process around monopiles caused by breaking waves is studied experimentally using regular waves. The use of regular waves is conservative, which made it possible to avoid scour phenomena caused by nonbreaking waves such as scour generation and backfilling. The waves were breaking on a flat sand section after shoaling on a mildly sloping ramp.

Various monopiles were exposed to plunging breakers that were breaking at various distances from the pile. It was found that the scour was caused by turbulence generated by the breaking and was diverted toward the bottom by the pile. The maximum scour depth found was approximately 0:60D. This was smaller than the scour observed around piles exposed to current; however, in some cases it was an order of magnitude larger than the scour caused by nonbreaking waves.

This is apparently especially true for larger piles.

Language: English
Publisher: American Society of Civil Engineers
Year: 2012
Pages: 501-506
ISSN: 19435460 and 0733950x
Types: Journal article
DOI: 10.1061/(ASCE)WW.1943-5460.0000148
ORCIDs: Sumer, B. Mutlu
Other keywords

Pile foundations

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